Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection x 14 -end blocking NEP L₁ intermediate blocking L₂ L₁₁ m 38kN medium term load IIIIIIIIII -200 600 600 600 600 600 600 -200 38kN medium term load

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 1
Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The
column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long.
suitable
connection
####
x
->89²
6:38.
Y
T
-end blocking
AP
100
intermediate
blocking
L₂
1₁
x
W
L
W
EFH
400
m
38kN medium term load
-ICHICHID
-200
600
600
600
600
600
600
200
38kN medium term load
Transcribed Image Text:Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection #### x ->89² 6:38. Y T -end blocking AP 100 intermediate blocking L₂ 1₁ x W L W EFH 400 m 38kN medium term load -ICHICHID -200 600 600 600 600 600 600 200 38kN medium term load
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